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HomeMy WebLinkAboutS-231901a ol O e I O 0 u _ U) >- r•ry pQ O W O z , TLIJ LLI r 0:2 z = J LJ Cn LJ a z J O T Q ` Wo rf,m Q' I- do L.L m Z O `.c O 3Q Z LU a n: �d -,E �N i a� . n � r BID NORTHERS T. 23 N.. NOTE: PLUG EXISTING SAN. SEWER TO BE ABANDONED W/ GROUT AND RECHANNEL EXISTING MANHOLE. NOP TII LINE OF SEC. 30, T. 2 , N., R. 5 E., W. M. EX. S.S. MANHOLE �r �] '��SEE DETAIL 8 - SHEET EXIST. 8" TRUE P.O.B. . RIM EL.= 198.23 / ❑ _ �: , C604 FOR CONNECTION C.I. WATE - © _ _ _ _ _ o Ek, 1 OLYMPIC PIPELINE _ _ �-"� ti v A✓ 0 0 Y.E.= 191.68 - �J - -o-- - - - - - - -- ---- - - - -r- - o-------- - - - - -- -- - - - - -- - -- -o - -- - -- ADJ. RIM EL. TO S'± - - cO PLUG EXIST. TEE \ 00 ° - - -- -- EX. 6-- C.._ WAT�� - - -- - I -II- - - - - - - -- - - -� -- -- r W 8" -PNG-- - - - - -- -1- --------- - - - - -- - - -- ' 4't BLOCK AS READ. C L ESMT. 13 +65.04 1n I Jf iL _60" CONC. WW. R EX /ST. /B'91XlAP - - --- - - - - -- -- -- - -� } -- I - - -- ' --+ _- T-- - - _-_ - -- 490.96' - -- -- . - - - - -- ---------------- 5800 + \ % / - / .4(e I�AC�v /1�CDPPER ' 560 r J v A~/ // \\ % N.00'01'17 "E. EXIST. E T 132.60 ' li I INST. 1 -8 "x6" TEE (MJx L / 1 6" GATE VALVE _ F xM0 TO _ ' i s ASEMEN � /. -BE VACATED % r I I 1 -HYD. ASSY. W/ CONC. EXIST. 8" I' , �'f - - - - -- CK 1 -8" G D.I. WATER k BLOCK A R Q'. REMOVE AND/ 0 3. ol 60' 90' OR ABANDON // / ^o / 1 � i i AS READ. / 4 +I o / N I EXIST. EA T T II �Q oN/ p(S i jl i INST. 1- 10 "x6" TEE (MJxFL) REWIOVE qC�J I I� + _ _ 4�a°_6ATE VALVE _ TO BE VACATED _ 1 i EX. W.M. 1 -HYD. ASSY. W/ CONC. 1 CAD !(ij / f Q% &VALVES C rL ESMT. 2.44 i TH U T L K 1 ,`�! / ! /SEE DETAIL A ® 1 ��J( INS ALL 6" WYE ON 'INST. 1 BEND 1 SHEET C604 I / 1 % o�/ I CONNECTIO ` Q ! S.S., LE.= 193.81 (MJxM W/'GO 1. EX. 12"6.1. W VERIFY PRIOR TO THRU BLOCK ! f / CONSTRUCTION / :�� C ESMT. 11 +62.0 WATER / / `�\ ,y � N.44'58'4 W. INST. 4�` 6" PVC ®2� INST. 1 45' BEND T F 95 _ �_ INST. S.S. CLEAN -�1�' __ _ i (MJxMJb W/ CONC. TOP EL.= 199.&(IST.) ) / �` °- ! x/+l� MATCH SIDEWALK GRADE xMJ W CONC. �_ _ ��i� THRUST BLOCK o I.E.= 194.64 (6 ") lI THRUST BLOCK , !j ! N.32'21'20 "W. CA ENT. +0�` �1 / 1 5600 56004+ ! `" o SEE.MECH. DWGS. FO / N.6T28'43 "W`_+ (0 +21.5 2.5'LT. CONTINUATION OF 32.75'. 5600 INST. 1- 10 "x6" ,E.r(MJ ) , .cam SANITARY SEWER / INST, 1 -11 1/4' END >!/ I ` INST 1 -11 1/4' BEND /u / 1 -6" G,V. (FLx & SALVAGE / (MJxMJ) W/ CON / , INST 1 -22 1/2' BEND F/ 1 -HYD. 'ASSY. W CONC. r / I! ' • /' / r ^! THRUST BLOCK THRUST BLOCK REMOVE EX. HYD. , ' (MJ J) W/ CONC. .1 '! /\' !'� , ` ! ° / ASSY, VALVE & FITTINGS,/! ' I THR ST BLOCK "/ / "26'38'40•• "W, / ! I (SALVAGE TO' CITY`SHOP9)j C L ESMT. + .01 I � i � + / / 00 ! EXIST. EASEMENT ! 5't N EX. S.S. MANHOLE / TO BE VACATED F.F. = 203.99 7+35 2.5'RT." i, tit �+ L IS T. 0 +90 ' / /i ! v RIM_ EL.= 198.20 � INST. 1- 10 "x6" TEE MJx ,c � ^+ I.E.- 195.17 / (EXIST.) (L *4)�� , I � . 1 -6" GATE VALVE FL REMOVE EX. 2" IRRIGATION / HYD. ASSY. W/ CONC. ! / �. �, INS 10 "x6" TEE !! / THRUST BLOCK ! ! 1 I (MJ ) & 6" GATE INST. 1 -11 1/4' BEAID / , / b METER &DCVA - REINSTALL ! C i/ / / INST. 6" 'DDCV & ! _ VAl (FLxMJ) W/ CONC. (MJxMJ W/ CONC. ��� / / METER & DCVA AS SHOWN. VAULT P.I.V. & FDC / f THRUST BLOCK r\ w. RECONNECT EX. % / � THR ST BLOCK �, ! � ! SEE DETAIL C604 (9+ 0f 2.5'RT.) `J IRRIGATION LINE 'j � / PROPOSED 15' ' r �� / C L1 T. 4 +39.25 ! 11 l EASEMENT ' "' 1.5 V1� F.F. = '199.19 / _ _ 2 1 GATE VALVES (MJ) j 0.50' (EXIST. !! % R =45' ! F. F. = 205.97 ' j fIl V• !% 10" DIP \� FIRE DEPT. PIVE INST. 3" CE & I I j INST. 1 -45' BEND INST. 1- 90'.BEND INST. 1 -11 1/4' BEND \ AND /AROZIND r I I 1 y / (MJxMJ) W/ CONC. , r S/29'36' "E. \ , 3" COMPOUND METER r (MJxMJ) W/ CONC. v % r (MJxMJ) W/ CONIC I , INS MM AS90fWM " ARCHITECTURE " PLANNING 2108 WESIEfM AVEM -SFATTLE WASHMICION 98121.206 448 -9640 1 TITLE ENTON SCHOOL DISTRICT TALBOT HILL ELEMENTARY SCHOOL PROJECT NUMBER 95121.00 STAMPS GTSg roar ,g• ti TONAL [�rmcs a /a /+voe DWG 0P9 3/21/91 CHK REV PER CITY REVIEW 3/21/91 TITLE PER CITY REVIEW 4/16/91 ADD DEt. FtF. F'ER Q.G. 4116/91 d _ I CONTENTS WATER PLAN (NORTH) & SIDE SEWER AO4, THRUST BLOCK 45.00 ! TRUST BLOCK ! / SEE DETAIL C604 10" " TEE MJxFL f 1fj I l THRUST BLOCK / 't"j r ( ) �! ! C L ESMT. 1 +80.5 y` ° CpNC 1 -10 GATE / / // / MT. 4 +52.2 \�\ / I , II 1 4 "x " REDUCER (FL) -�� _ 01'43'11TE. 3" ATE VALVE FLxMJ) l w _ _ ` 216.00' I W/ ONC.TNRUST BLOCK INST. 1 -11 1/4' BEND (8 1.5f 2.5'RT.) SHEET l MJx�1 J), 1 -22 1/2' BEND �(/ ! % / ; - `''_:__ ; ' , 1 �MJxtrAJ) W/ GONG. _ �� ! 5.63'21 0 "E = = `DIPS. •ter.- - �� • C`�/ I /'r A f f 400 THR((fJST BLOCK �� !, / r j 13.00' �\ `��, -_, i / �� Y �-, / ' 5400 MATCHLINIII i NOTE: ALL EXISTING SALVAGED T CITY METER L HYDRANTS DS NOTE: C NTTRACTOR SHALL IN WATER M' AIR VAC RELEASE SEE SHEET 0604 FOR DETAILS HIGH cr SHALL MAIN. SEE SHEET C603 EXCEPT FOR EXISTING 3" METER FOR DETAIL. OF METER AND DDCV ASSEMBLIES TO BE RELOCATED. ' e-/3 ; Acv - s Pf'% 016 < S- 319 01So a- 04) 9 L /. G�_ 8199 Sys [Ex'O"Im L # 16:0 e 3mv 4 215 � d a a 0 BID NORTHERS T. 23 N.. NOTE: PLUG EXISTING SAN. SEWER TO BE ABANDONED W/ GROUT AND RECHANNEL EXISTING MANHOLE. NOP TII LINE OF SEC. 30, T. 2 , N., R. 5 E., W. M. EX. S.S. MANHOLE �r �] '��SEE DETAIL 8 - SHEET EXIST. 8" TRUE P.O.B. . RIM EL.= 198.23 / ❑ _ �: , C604 FOR CONNECTION C.I. WATE - © _ _ _ _ _ o Ek, 1 OLYMPIC PIPELINE _ _ �-"� ti v A✓ 0 0 Y.E.= 191.68 - �J - -o-- - - - - - - -- ---- - - - -r- - o-------- - - - - -- -- - - - - -- - -- -o - -- - -- ADJ. RIM EL. TO S'± - - cO PLUG EXIST. TEE \ 00 ° - - -- -- EX. 6-- C.._ WAT�� - - -- - I -II- - - - - - - -- - - -� -- -- r W 8" -PNG-- - - - - -- -1- --------- - - - - -- - - -- ' 4't BLOCK AS READ. C L ESMT. 13 +65.04 1n I Jf iL _60" CONC. WW. R EX /ST. /B'91XlAP - - --- - - - - -- -- -- - -� } -- I - - -- ' --+ _- T-- - - _-_ - -- 490.96' - -- -- . - - - - -- ---------------- 5800 + \ % / - / .4(e I�AC�v /1�CDPPER ' 560 r J v A~/ // \\ % N.00'01'17 "E. EXIST. E T 132.60 ' li I INST. 1 -8 "x6" TEE (MJx L / 1 6" GATE VALVE _ F xM0 TO _ ' i s ASEMEN � /. -BE VACATED % r I I 1 -HYD. ASSY. W/ CONC. EXIST. 8" I' , �'f - - - - -- CK 1 -8" G D.I. WATER k BLOCK A R Q'. REMOVE AND/ 0 3. ol 60' 90' OR ABANDON // / ^o / 1 � i i AS READ. / 4 +I o / N I EXIST. EA T T II �Q oN/ p(S i jl i INST. 1- 10 "x6" TEE (MJxFL) REWIOVE qC�J I I� + _ _ 4�a°_6ATE VALVE _ TO BE VACATED _ 1 i EX. W.M. 1 -HYD. ASSY. W/ CONC. 1 CAD !(ij / f Q% &VALVES C rL ESMT. 2.44 i TH U T L K 1 ,`�! / ! /SEE DETAIL A ® 1 ��J( INS ALL 6" WYE ON 'INST. 1 BEND 1 SHEET C604 I / 1 % o�/ I CONNECTIO ` Q ! S.S., LE.= 193.81 (MJxM W/'GO 1. EX. 12"6.1. W VERIFY PRIOR TO THRU BLOCK ! f / CONSTRUCTION / :�� C ESMT. 11 +62.0 WATER / / `�\ ,y � N.44'58'4 W. INST. 4�` 6" PVC ®2� INST. 1 45' BEND T F 95 _ �_ INST. S.S. CLEAN -�1�' __ _ i (MJxMJb W/ CONC. TOP EL.= 199.&(IST.) ) / �` °- ! x/+l� MATCH SIDEWALK GRADE xMJ W CONC. �_ _ ��i� THRUST BLOCK o I.E.= 194.64 (6 ") lI THRUST BLOCK , !j ! N.32'21'20 "W. CA ENT. +0�` �1 / 1 5600 56004+ ! `" o SEE.MECH. DWGS. FO / N.6T28'43 "W`_+ (0 +21.5 2.5'LT. CONTINUATION OF 32.75'. 5600 INST. 1- 10 "x6" ,E.r(MJ ) , .cam SANITARY SEWER / INST, 1 -11 1/4' END >!/ I ` INST 1 -11 1/4' BEND /u / 1 -6" G,V. (FLx & SALVAGE / (MJxMJ) W/ CON / , INST 1 -22 1/2' BEND F/ 1 -HYD. 'ASSY. W CONC. r / I! ' • /' / r ^! THRUST BLOCK THRUST BLOCK REMOVE EX. HYD. , ' (MJ J) W/ CONC. .1 '! /\' !'� , ` ! ° / ASSY, VALVE & FITTINGS,/! ' I THR ST BLOCK "/ / "26'38'40•• "W, / ! I (SALVAGE TO' CITY`SHOP9)j C L ESMT. + .01 I � i � + / / 00 ! EXIST. EASEMENT ! 5't N EX. S.S. MANHOLE / TO BE VACATED F.F. = 203.99 7+35 2.5'RT." i, tit �+ L IS T. 0 +90 ' / /i ! v RIM_ EL.= 198.20 � INST. 1- 10 "x6" TEE MJx ,c � ^+ I.E.- 195.17 / (EXIST.) (L *4)�� , I � . 1 -6" GATE VALVE FL REMOVE EX. 2" IRRIGATION / HYD. ASSY. W/ CONC. ! / �. �, INS 10 "x6" TEE !! / THRUST BLOCK ! ! 1 I (MJ ) & 6" GATE INST. 1 -11 1/4' BEAID / , / b METER &DCVA - REINSTALL ! C i/ / / INST. 6" 'DDCV & ! _ VAl (FLxMJ) W/ CONC. (MJxMJ W/ CONC. ��� / / METER & DCVA AS SHOWN. VAULT P.I.V. & FDC / f THRUST BLOCK r\ w. RECONNECT EX. % / � THR ST BLOCK �, ! � ! SEE DETAIL C604 (9+ 0f 2.5'RT.) `J IRRIGATION LINE 'j � / PROPOSED 15' ' r �� / C L1 T. 4 +39.25 ! 11 l EASEMENT ' "' 1.5 V1� F.F. = '199.19 / _ _ 2 1 GATE VALVES (MJ) j 0.50' (EXIST. !! % R =45' ! F. F. = 205.97 ' j fIl V• !% 10" DIP \� FIRE DEPT. PIVE INST. 3" CE & I I j INST. 1 -45' BEND INST. 1- 90'.BEND INST. 1 -11 1/4' BEND \ AND /AROZIND r I I 1 y / (MJxMJ) W/ CONC. , r S/29'36' "E. \ , 3" COMPOUND METER r (MJxMJ) W/ CONC. v % r (MJxMJ) W/ CONIC I , INS MM AS90fWM " ARCHITECTURE " PLANNING 2108 WESIEfM AVEM -SFATTLE WASHMICION 98121.206 448 -9640 1 TITLE ENTON SCHOOL DISTRICT TALBOT HILL ELEMENTARY SCHOOL PROJECT NUMBER 95121.00 STAMPS GTSg roar ,g• ti TONAL [�rmcs a /a /+voe DWG 0P9 3/21/91 CHK REV PER CITY REVIEW 3/21/91 TITLE PER CITY REVIEW 4/16/91 ADD DEt. FtF. F'ER Q.G. 4116/91 d _ I CONTENTS WATER PLAN (NORTH) & SIDE SEWER AO4, THRUST BLOCK 45.00 ! TRUST BLOCK ! / SEE DETAIL C604 10" " TEE MJxFL f 1fj I l THRUST BLOCK / 't"j r ( ) �! ! C L ESMT. 1 +80.5 y` ° CpNC 1 -10 GATE / / // / MT. 4 +52.2 \�\ / I , II 1 4 "x " REDUCER (FL) -�� _ 01'43'11TE. 3" ATE VALVE FLxMJ) l w _ _ ` 216.00' I W/ ONC.TNRUST BLOCK INST. 1 -11 1/4' BEND (8 1.5f 2.5'RT.) SHEET l MJx�1 J), 1 -22 1/2' BEND �(/ ! % / ; - `''_:__ ; ' , 1 �MJxtrAJ) W/ GONG. _ �� ! 5.63'21 0 "E = = `DIPS. •ter.- - �� • C`�/ I /'r A f f 400 THR((fJST BLOCK �� !, / r j 13.00' �\ `��, -_, i / �� Y �-, / ' 5400 MATCHLINIII i NOTE: ALL EXISTING SALVAGED T CITY METER L HYDRANTS DS NOTE: C NTTRACTOR SHALL IN WATER M' AIR VAC RELEASE SEE SHEET 0604 FOR DETAILS HIGH cr SHALL MAIN. SEE SHEET C603 EXCEPT FOR EXISTING 3" METER FOR DETAIL. OF METER AND DDCV ASSEMBLIES TO BE RELOCATED. ' e-/3 ; Acv - s Pf'% 016 < S- 319 01So a- 04) 9 L /. G�_ 8199 Sys [Ex'O"Im L # 16:0 e 3mv 4 215 �